BPP-15-771 (2)0 Inspection Worksheet
Miami Shores Village i
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-245043 Permit Number. BPP-4-15-771
Scheduled Inspection Date: February 23,2016 Permit Type: Pools/WhirlpoolslHot Tubs
Inspector: Rodriguez,Jorge Inspection Type: Pool Deck
Owner: JACKSON,LANCE AND PAULA Work Classification: New
Job Address:391 NE 103 Street
Miami Shores, FL 33138-2432 Phone Number
Parcel Number 1121360130290
Project <NONE>
Contractor: PARKWOOD POOLS INC Phone: (954)583-3355
Building Department Comments
POOL AND DECK CONSTRUCTION. POOL GALLONS Infractio Passed Comments
6,828. PAVER DECK SET IN SAND. INSPECTOR COMMENTS False
QUALIFIER NEEDS TO MEET WITH BUILDING OFFICIAL
JF 10/6/15
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP 244005. CREATED AS
REINSPECTION FOR INSP-243687. CREATED AS REINSPECTION FOR
INSP-243381. CREATED AS REINSPECTION FOR INSP231652. No
permit on site
Failed Deck not shown on plans, no inspections
Same comments as before
No inspections for deck
Same comments as before 10/06/15
Correction a
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
February 22,2016 For Inspections please call: (305)762.4949 Page 6 of 35
Drilling and Engineering, Inc.
FIELD DENSITY TESTS REPORT
LAB NO: 16104142 ORDER:#11610
CLIENT: Paula Jackson DATE:2/9/2016
PROJECT: Jackson Residence
391 N.E.103"d Street
Miami Shores,Florida
TECH: N.Lajuan
TEST NO: LOCATION OF TEST DEPTH(IN)
1.) Approx.East End of Rear Existing Patio 0-12 BFP
2.) Approx.West End of Rear Existing Patio 0-12 BFP
TEST NUMBER: (1) (2)
MOISTURE CONTENT: 7.6% 8.0%
FIELD DENSITY: 108.8 107.5
FIELD COMPACTION: 97.1% 95.9%
PERCENT REQUIRED: 95.0% 95.0%
MAXIMUM DRY DENSITY: 112.05 112.05
PROCTOR LAB NUMBER: 161040 161040
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Respectfully Submitted, ��� OCAS E. h i00
A� C E •• O
ENGN DRIL G,INC. * • . No 75421 %9
Thomas Hecker,P.E. TATE OFAN
Florida Reg.#75421 dO 0'•.�( P .•'lv��•
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1499 S.W. 30th Avenue •Suite#11 •Boynton Beach, FL 33426
Office: (561) 742-2988 •Fax: (561)742-2987
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Drilling and Engineering, Inc.
SOILS LABORATORY TEST REPORT
PROCTOR ANALYSIS
Project:#11610 Date: 2/10/2016
Location: Patio Pad Back Fill Material Sampled By: N.L.
Client: Paula Jackson Tested By: D.Z.
Project: Jackson Residence Sample:#161040
391 N.E. 103rd Street
Miami Shores,Florida
Description: Dark Grayish Tan M-F Grained Silica Sand s/Rock&Rock Fragments
Mold Volume(ft^3)= .0333
Mold Weight(lb)= 10.348
Soil Specific Gravity=2.68
CAN CAN &WET CAN&DRY MOLD&MOIST MOIST WET DRY
# WEIGHT SOH,WEIGHT SOIL WEIGHT SOIL WEIGHT CONTENT DENSITY DENSITY
(g) (g) (g) (lb) (%) (lb/ft^3) (lb/ft^3)
1.) 54.20 253.00 242.60 14.00 5.55 109.72 103.95
2.) 53.15 348.20 328.60 14.15 7.15 114.22 106.60
3.) 53.25 440.30 408.50 14.39 8.95 121.38 111.40
4.) 54.00 490.44 449.00 14.55 10.30 123.59 112.05
5.) 54.75 422.20 380.75 14.53 12.70 125.77 111.60
6.) 54.10 424.30 377.10 14.45 14.60 123.14 107.45
1499 S.W. 30th Avenue a Suite#11 •Boynton Beach, FL 33426
Office: (561)742-2988 •Fax: (561)742-2987
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Drilling and Engineering, Inc.
D Compaction Test
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Moisture Content(96j
Respectfully Submitted, �E HF
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D&N DRILLING& .���0�:•��E IV SF�.'��,9•,�
ENGINEERIFG,INC.
75421
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Thomas Hecker,P.E. -P STATE OF
Florida Reg.#75421 • 0�•..A' oP;•N��•`
1499 S.W. 30th Avenue •Suite#11 •Boynton Beach, FL 33426
Office: (561)742-2988 •Fax: (561) 742-2987